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" open deflection joint shall be provided in parapets at intervals notDډ{ڿu;u6 Z{ZuP exceeding 20'-0" and contraction joints shall be provided at the midpoint *ډ{ڂu}ھu Z{Zu between the open joints.tډ{Euڝ{ځu Z{ZTu Aډ{uڥDu3 Z{ZuI2. The " open joint shall stop at the line indicated and a contractioni2ډ{tu$ Z{Zt+ joint shall be provided below that line.nډ{ڎtڝ{t Z{Zt Dډ{Qt́ڍt6 Z{Z`tO3. Full depth joints shall be provided at location of transverse deck joints. Bډ{t΁Pt4 Z{Z#tL The full depth joint opening width shall equal the transverse deck joint %ډ{s}t Z{Zs opening width. ډ{ښsڝ{s Z{Zs Cډ{]sڿڙs5 Z{ZlsN4. All reinforcement bars in parapet shall be corrosion protected. ( Refer toBډ{ s\s4 Z{Z/sK section 26 of this manual for types of corrosion protected reinforcement )ډ{r}s Z{Zr steel that can be used)ډ{ڦrڝ{r Z{Zr Eډ{ir]ڥr7 Z{ZxrQ5. Permanent metal stay-in-place forms not permitted in the deck overhang area.ډ{,rڝ{hr Z{Z;r <ډ{qڡ+r. Z{Zq?6. Fascia rustication and configuration as per Specifications.eډ{ڲqڝ{q Z{Zq Cډ{uqږڱq5 Z{ZqM7. For additional reinforcement that is required in the vicinity of parapet rBډ{8qtq4 Z{ZGqK joints to prevent concrete cracking in the overhang portions of the deckt'ډ{pF}7q Z{Z q slab see Detail 1.c'i$i ZZiZ$Zi( ȄiȄVi ZȄZiZȄZViQM665!iWiZZ*i BDC04MB-01(DŽVi$Vi ZDŽZViZ$ZVissst ZsZtZsZs!ډ{pڙ8v xQ ZZsBډ{uڳ8v4 Z{Z vL1. " open deflection joint shall be provided in parapets at intervals notDډ{ڿu;u6 Z{ZuP exceeding 20'-0" and contraction joints shall be provided at the midpoint *ډ{ڂu}ھu Z{Zu between the open joints.tډ{Euڝ{ځu Z{ZTu @ډ{uڋDu2 Z{ZuH2. The " open joint shall stop at the line indicated and a contraction2ډ{tu$ Z{Zt+ joint shall be provided below that line.eډ{ڎtڝ{t Z{Zt Dډ{Qt́ڍt6 Z{Z`tO3. Full depth joints shall be provided at location of transverse deck joints. Bډ{t΁Pt4 Z{Z#tL The full depth joint opening width shall equal the transverse deck joint %ډ{s}t Z{Zs opening width. ډ{ښsڝ{s Z{Zs Cډ{]sڿڙs5 Z{ZlsN4. All reinforcement bars in parapet shall be corrosion protected. ( Refer toBډ{ s\s4 Z{Z/sK section 26 of this manual for types of corrosion protected reinforcement )ډ{r}s Z{Zr steel that can be used)ډ{ڦrڝ{r Z{Zr Eډ{ir]ڥr7 Z{ZxrQ5. Permanent metal stay-in-place forms not permitted in the deck overhang area.ډ{,rڝ{hr Z{Z;r <ډ{qڡ+r. Z{Zq?6. Fascia rustication and configuration as per Specifications.eډ{ڲqڝ{q Z{Zq Cډ{uqږڱq5 Z{ZqM7. For additional reinforcement that is required in the vicinity of parapet rBډ{8qtq4 Z{ZGqK joints to prevent concrete cracking in the overhang portions of the deckt'ډ{pF}7q Z{Z q slab see Detail 1.c